HomeMy WebLinkAboutGenerator Registration - 2014r -
TOP OF FOUNDATION
ELEV. = 100.0
(ASSUMED)
FLOOR
DRAIN -199,501
ALARM CONTROL BOX
CONNECTED TO ALARM
(AUDIO AND VISUAL)
10
4" CAST IRON PIPE
T CR EQUAL) H 11/4" PER FTM
PI
ELEV. = 9&00
ELEV. = 97.17 -
SYSTEM PROFILE
NOT TO SCALE
24' DIA. HDCI FRAMES & COVERS -
BROUGHT TO FINISHED GRADE
(LEBARON LBW .288 OR EQUAL) VENT
((EXISTING VENTS ARE LOCATED INSIDE
6UILDING RISING THROUGH ROOF)
ELEV. = 9142-
18" LARM ACTIVATION LEVEL
_T a 3/4 OF TOTAL DEPTH)
in 0
i,
ELEV. = 9242
(EXISTING)
2000 GALLON
TIGHT TANK
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWNS RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
FINISHED GRADE WITH 24" HDCI FRAMES AND COVERS.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-20 LOADING.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
B. PARCEL IS IN FLOOD ZONES 8 A13SEL
9, LOT IS SHOWN ON ASSESSORS MAP 33 AS PARCEL _.
10. TIGHT TANK IS EXISTING AND CURRENTLY NOT BEING USED.
11. THE ALARM SWITCH SHALL BE CONNECTED TO A BELL AND LIGHT
LOCATED INSIDE THE RESIDENCE.
12. AN ELECTRICAL PERMIT IS REQUIRED TO BE OBTAINED BY A LICENSED
ELECTRICIAN IN ORDER TO INSTALL ALARM.
13. ALL CONTENTS OF THE TIGHT TANK ARE TO BE REMOVED BY A LICENSED
PUMPING CONTRACTOR TO, A LICENSED SEPTIC TREATMENT FACILITY.
14. APPROVAL IS REWIRED FOR .MISCELLANEOUS DISPOSAL (TIGHT TANK)
INSTEAD OF AN ON-SITE SUBSURFACE DISPOSAL SYSTEM.
15. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
16. EXISTING TIGHT TANK WAS PERMITTED IN 1988 FROM A PLAN DRAWN
BY ROBERT BRAMAN, P.E.
DESIGN CALCULATIONS
NUMBER OF WASHING BAYS 1
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
(150 GAL/BAY/DAY X 2_ BAYS) __3D4_ GAL./DAY
REQUIRED TANK CAPACITY _j=_ GAL.
( 300 GAL/bAY X 5 DAYS)
ACTUAL TANK CAPACITY 2000- GAL.
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
F1NAL SPOT ELEVATION [56 11
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE
-0-
TOWN WATER
—W ----=-W
CATCH BASIN
GAS LINE
G `-
CLEAN OUT
C.O.
CESSPOOL
C.P. 0
FENCE \�
POST
s�8?O%y FENCE
POST
FENCE
POST
�P
o" N�0 2S
N0 AS.e1SS ON, cG EY, 6S 3,3 C `i FND.
PIRATES CO AF EAST. INC.
BK. 4,102 PG. 12
PL. BK. 343 PG. 31
Ln �
�Q O
O.
TCS. J OF YARMOUTH
BK. 2, 839 PG. 166
PL. BK. 336 PG. 11
0 20
40
80
120
160
EXISTING TIGHT -TANK
FOR
DAVENPORT REALTY TRUST
LOG.T 0T 2A, 770 ROUTE 28
SOUTH YARMOUTH, MASS.
/
/
/
/
/
i
/
CB
FND. /
Y
\ LOT 3
\ TOTAL AREA =
\ 125, 039 SO. FT. t
\ 2.871 A CRSS
\ SHAPE NUMBER = 20.43
I /
BACKFILL \cp_
Q /
CA \
\ \ R= 79.79'. \ -o'lI
9
APPROVED: BOARD OF HEALTH
DATE AGENT
SOVW YAWOUTH
5�\
QPM LOCUS
ROUTE 28
331,
Q
EXISTING TIGHT -TANK
FOR
DAVENPORT REALTY TRUST
LOG.T 0T 2A, 770 ROUTE 28
SOUTH YARMOUTH, MASS.
S m? ROARING
508— P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660.
SCALE 1" = 40'�
2014
pp
JOB N0. 6810-00
REV.
SHEET 1 OF 1
LOCATION MAP
REV.